Effects of random heterogeneity of soil properties on bearing capacity

R Popescu, G Deodatis, A Nobahar - Probabilistic engineering mechanics, 2005 - Elsevier
This study examines the effect of random heterogeneity of soil properties on bearing
capacity. The stochastic soil property considered is the undrained shear strength and two …

Seismic reliability and risk assessment of structures based on fragility analysis–a review

MG Sfahani, H Guan, YC Loo - Advances in Structural …, 2015 - journals.sagepub.com
A practical approach to explain the consequences of seismic hazards for society and
decision making organisations is predicting the seismic risk. In this regard, the Probabilistic …

Effect of spatial variability of cross‐correlated soil properties on bearing capacity of strip footing

SE Cho, HC Park - … for Numerical and Analytical Methods in …, 2010 - Wiley Online Library
Geotechnical engineering problems are characterized by many sources of uncertainty.
Some of these sources are connected to the uncertainties of soil properties involved in the …

Shaking table tests on the seismic responses of underground structures in coral sand

X Ding, Y Zhang, Q Wu, Z Chen, C Wang - Tunnelling and Underground …, 2021 - Elsevier
To reveal the seismic response of underground structures in coral sand, a series of shaking
table model tests on underground structures at four different groundwater levels were …

3D effects in seismic liquefaction of stochastically variable soil deposits

R Popescu, JH Prevost, G Deodatis - Geotechnique, 2005 - icevirtuallibrary.com
The natural variability of soil properties within geologically distinct and uniform layers has
been proven to greatly affect soil behaviour and to induce significant variability in the …

Seismic responses of rectangular tunnels in liquefiable soil considering spatial variability of soil properties

Y Wang, J He, S Shu, H Zhang, Y Wu - Soil Dynamics and Earthquake …, 2022 - Elsevier
The objective of this paper was to investigate the dynamic response of a tunnel-soil system
in the soil with spatial variability of shear modulus with various coefficients of variation and …

Assessing structural vulnerability against earthquakes using multi-dimensional fragility surfaces: A Bayesian framework

PS Koutsourelakis - Probabilistic Engineering Mechanics, 2010 - Elsevier
The present paper advocates a probabilistic framework for assessing structural vulnerability
against earthquakes. This is justified by the significant randomness that characterizes not …

Dynamics of nonlinear porous media with applications to soil liquefaction

R Popescu, JH Prevost, G Deodatis… - Soil dynamics and …, 2006 - Elsevier
This paper provides a description of the extension of Biot's theory for dynamic behavior of
saturated porous media into the nonlinear regime that was introduced by the second author …

Modelling liquefaction-induced building damage in earthquake loss estimation

JF Bird, JJ Bommer, H Crowley, R Pinho - Soil Dynamics and Earthquake …, 2006 - Elsevier
The assessment of building damage caused by liquefaction-induced ground deformations
requires the definition of building capacity and vulnerability as a function of the demand, as …

Effect of the inelastic dynamic soil–structure interaction on the seismic vulnerability assessment

E Sáez, F Lopez-Caballero… - Structural safety, 2011 - Elsevier
This paper presents a study of the influence of inelastic dynamic soil–structure interaction
(DSSI) on the seismic vulnerability assessment of buildings. The seismic vulnerability is …